Highway Engineering Mock test – 3 || Civil Engineering




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You have only 20 mins to complete the test (25 Questions)
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1. If the velocity of moving vehicles on a road is 24 km/per hour, stopping distance is 19 metres and average length of vehicles is 6 metres, the basic capacity of lane, is
2. An Executive Engineer of roads, executes works under direct control of
3. Minimum thickness of the base of a flexible pavement, is
4. Speed regulations on roads is decided on the basis of
5. Width of the shoulders of carriage way is generally kept
6. The minimum vertical clearance of overhanging cliffs or any other structure above the surface of a hill road, should be
7. The inventor of road making as a building science, was
8. If the coefficient of friction on the road surface is 0.15 and a maximum super-elevation 1 in 15 is provided, the maximum speed of the vehicles on a curve of 100 metre radius, is
9. Normal formation width of a hill road for one-way traffic, is
10. The perpendicular offset from the tan-get to the central point of the circular curve, is
11. If no super elevation is provided on a road along curves, pot holes may develop at
12. In case of a multi-lane road, overtaking is generally permitted
13. The pavement width of a road depends upon
14. The most commonly adopted method to provide super-elevation on roads, is by pivoting the road surface about
15. Newly constructed pavement with ordinary Portland cement attains its working strength after
16. Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm2, is
17. Enoscope is used to determine
18. When an up gradient of a highway meets a downgrade, the vertical curve provided, is known as
19. Curves in the same direction separated by short tangents, are called
20. Floating gradients are generally provided
21. For a vehicle moving with a speed of 80 km per hour, the brake reaction time, in ordinary cases, is
22. Reconnaissance is best done with the help of
23. The desirable camber for straight roads with thin bituminous surfacing, is
24. The wall constructed for the stability of a back filling portion of a road on the down hill side, is known as
25. The usual width of side drains along Highways in hilly region, is






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